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Column load take-down
Design axial load of an interior column from several floors with expression 6.10. Reference: EN 1990 6.10; EN 1991-1-1.
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# Inputs
A_t := 6 m*7.5 m
n_f := 5
g_k := 7.0 kN/m^2
q_k := 3.0 kN/m^2
w_c := (25 kN/m^3)*0.4 m*0.4 m*3.5 m =
# Load
N_Ed := n_f*((1.35*g_k + 1.5*q_k)*A_t + 1.35*w_c) = kN
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More Eurocode 2 sheets on columns
- Column slenderness and the slenderness limit
- Second order moment by the nominal curvature method
- Axial resistance of a short column
- Column under biaxial bending
- Effective length of a braced column
- Column reinforcement limits and links